Results 91 to 100 of about 2,959 (220)

Stone products of the Roman municipium of Neviodunum, Pannonia (modern Drnovo, Slovenia)

Archaeometry, Volume 67, Issue 2, Page 284-312, April 2025.
Abstract The paper presents the lithologies used in the stone products of Neviodunum (modern Drnovo in Slovenia), a Roman municipium in south‐western Pannonia. For this purpose, 95 stone monuments were assessed. Petrographic and biostratigraphic analyses were carried out on 56 archaeological and 57 geological samples.
Katharina Zanier, Rok Brajkovič, Luka Gale, Matevž Novak   +3 more
wiley   +1 more source

Validation of a New Hyperviscoelastic Model for Deformable Polymers Used for Joints between RC Frames and Masonry Infills

Engineering Transactions, 2017
In the paper, an attempt to alleviate the problem of premature damage to infills by using flexible polymers between the infill and the r.c. frame is presented.
Arkadiusz KWIECIEŃ, Matija GAMS, Theodoros ROUSAKIS, Alberto VISKOVIC, Jože KORELC   +4 more
doaj   +1 more source

Numerical Assessment of URM Infilled RC Frames Retrofitted With Near-Surface Mounted Reinforcing Steel Bars

Frontiers in Built Environment, 2020
This paper presents a study on a retrofit technique for masonry infilled reinforced concrete (RC) frames. The proposed retrofit technique involves the addition of reinforcing steel bars into epoxy-filled pre-cut grooves on the surface of infill walls ...
Rajendra Soti, Andre R. Barbosa, Andreas Stavridis   +2 more
doaj   +1 more source

Influence of infill panels on the seismic behaviour of a r/c frame designed according to modern buildings codes [PDF]

, 2012
It has been broadly shown that presence of infill panels as closing elements of R/C frame buildings has a significant influence on global structural behaviour.
Ercolino, Marianna, Magliulo, Gennaro, Ricci, Paolo, Verderame, Gerardo M.   +3 more
core  

Seismic Evaluation of Plan Asymmetry Effects in an Older Infill Framed Reinforced Concrete Building Structures

Engineering Reports, Volume 7, Issue 3, March 2025.
Asymmetrical placement of masonry infills in existing building structures increases the seismic vulnerability. Besides that, theoretical and empirical period‐height models provide a good estimate compared with EVA results. However, the nonlinear static analysis with N2 and N2ext methods miscalculate the roof displacement compared with the nonlinear ...
Aslam F. Mohammad, Marco Faggella, Rashid A. Khan, Sami U. Haq, Muhammad Saim   +4 more
wiley   +1 more source

6th April 2009 L'Aquila earthquake, Italy:Reinforced concrete building performance [PDF]

, 2010
On 6th April 2009 an earthquake of magnitude M (w) = 6.3 occurred in the Abruzzo region; the epicentre was very close to the city of L'Aquila (about 6 km away).
de Luca, Flavia, Ricci, Paolo, Verderame, Gerardo Mario   +2 more
core   +2 more sources

In-plane Behavior of Steel Frames with Various Infill Materials; A Parametric Finite Element Study [PDF]

پژوهش‌های زیرساخت‌های عمرانی
With development of new technologies in recent years, traditional masonry infills have gradually been replaced by modern one like Concrete Sandwich Panels (CSP).
Hamzeh Omidvar, Seyed Jafar Hashemi, Mahdi Yazdani   +2 more
doaj   +1 more source

Prediction of the Seismic Response of Multi-Storey Multi-Bay Masonry Infilled Frames Using Artificial Neural Networks and a Bilinear Approximation

Buildings, 2019
In order to test the reliability of neural networks for the prediction of the behaviour of multi-storey multi-bay infilled frames, neural network processing was done on an experimental database of one-storey one-bay reinforced-concrete (RC) frames with ...
Tanja Kalman Šipoš, Kristina Strukar
doaj   +1 more source

Numerical modelling of masonry-infilled reinforced concrete frames : model calibration and parametric study [PDF]

, 2014
Generally two methods are proposed for analyzing the infilled frames; Micro modelling approach which finite element method is used to take into account local effects in detail and Macro modelling approach which is a very simplified method that takes into
Akhoundi, Farhad, Lourenço, Paulo B., Vasconcelos, Graça   +2 more
core  

Numerically based proposals for the stiffness and strength of masonry infills with openings in reinforced concrete frames [PDF]

, 2016
Aimed at investigating the effect of openings on the in-plane behaviour of masonry infills in reinforced concrete frames, a parametric study is presented based on model calibration via experimental tests.
Amato, Asteris, Asteris, Asteris, Asteris, Bertoldi, Cavaleri, Chrysostomou, Crisafulli, Crisafulli, Dawe, Decanini, DolŠEk, Dubey, Durrani, Furtado, Giannakas, Hashemi, Hendry, Kadir, Kakaletsis, Kakaletsis, Kusumastuti, Kyriakides, Lourenço, Lourenço, Lourenço, Mehrabi, Mosalam, Shing, Smith, Smyrou, Soroushian, Stafford Smith, Surendran, Tasnimi, Te-Chang, Uva, Vasconcelos   +38 more
core   +1 more source